摘要
介绍了广东省惠州市惠城区水口镇尚东公馆基坑的基本概况,分别采用解析法和数值模拟法对尚东公馆基坑西侧的桩锚支护结构进行位移和弯矩计算,通过分析得到了桩锚支护结构在基坑开挖不同施工阶段中位移和弯矩的变化特点。
This paper introduces the basic situation of the foundation pit of Huicheng District Shuikou Town mansion in Huizhou,Guangdong Province,and calculates the displacement and bending moment of the pile anchor support structure on the west side of the foundation pit of Shangdong mansion by means of analytic method and numerical simulation,and analyzes the variation characteristics of displacement and bending moment of pile anchor support structure in different construction stages of foundation pit excavation.
引文
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